Oban Quay side
ALWC - Corrosion stages

ALWC is a microbially influenced corrosion (MIC) relying on a consortium of both aerobic (Sulphide Oxidising Bacteria -SOB), and anaerobic (Sulphate Reducing Bacteria -SRB).

There is a symbiotic relationship between the bacteria and the electrochemical corrosion environment at the steel face, which allows both to thrive at the expense of the steel structure.

The ‘classic’ ALWC phenomenon is typified initially by localised corrosion generally found within a 0.5 metre band at Lowest Astronomical Tide (LAT) level See image 1. The corrosion is a pitting form of corrosion, suggesting an intermittent or cyclical corrosion pattern, and can be surprisingly localised See image 2.

Forecasting the corrosion rate is therefore difficult and is a major concern in the maintenance of existing structures.

Average rates (calculated from installation to perforation) of 0.3 to 0.5mm per year are most common, but rates of 0.8 to 1.0mm per year are not uncommon. In certain environments concentrated corrosion may show rates as high as 4mm per year (SRB are known to corrode materials at higher rates in ideal conditions). It is therefore advisable to take specialist advice at an early stage when planning a project.

Evidently, the life of a structure will fall into distinct periods:

  • when steel thickness is at design optimum 'with corrosion allowance often included'.
  • when there has been substantial steel loss but within factor of safety.
  • And later when sections are in danger of being holed, and ultimately are perforated.
Structures in any of these states, if ALWC has not been designed against, will require active consideration by the owner / maintainer, but ALWC preferentially corrodes some parts of steel sections See image 3, making condition surveying, interpretation and forecasting difficult.

For more detail of structures with age see:

The design advice, to meet also Construction Design and Management Regulations (CDM), must be that concentrated corrosion can be avoided and should be designed against, or a planned maintenance strategy put in place, pre-construction.

For further comments on specific affects and advised activity see:

 

Images
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Only visible at LAT Very localised corrosion
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